|
Report_Id: 231321 Est NO 0006 |
Date:10/02/2023 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 231321 | Estimate Number | 0006 | Estimate Type | PROGRESS | ||
| District Office | ELIZABETHTOWN (04360) Filiatreau, Chad J. | ||||||
| Contractor | LOUISVILLE PAVING COMPANY INC | ADDR SN 0 VC Code KY0035764 | |||||
| 15415 SHELBYVILLE ROAD | |||||||
| LOUISVILLE , KY , 40245 | |||||||
| Pay Period | 08/26/2023 TO 09/08/2023 | ||||||
| Date Approved | 09/18/2023 | ||||||
| Primary Proj Number | DE09000622312 | ||||||
| Project No. | FD04 090 0062 014-015 | ||||||
| Primary County | NELSON | ||||||
| Name of Road | US 62 (W STEPHEN FOSTER AVE) AND US 31E (CATHEDRAL MANOR) | ||||||
| Description | INTERSECTION IMPROVEMENTS | ||||||
| Date Let | 05/25/2023 | Formal Acceptance | |||||
| Date Awarded | 05/30/2023 | Date Work Began | 06/12/2023 | ||||
| Date Contract Executed | 06/01/2023 | Open To Traffic | |||||
| Date NTP Issued | 06/01/2023 | Actual Completion Date | |||||
| Current Contract Amount | $3,595,000.00 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $3,595,000.00 |
Total Earnings | $2,030,081.11 |
$1,799,157.02 |
$230,924.09 |
|
| Percent Complete | 56.47 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $1,564,918.89 |
Gross Earnings | $2,030,081.11 |
$1,799,157.02 |
$230,924.09 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $2,030,081.11 |
$1,799,157.02 |
$230,924.09 |
|||
| Contract Id | 231321 | Change Order Summary |
County | NELSON | ||||||
| Estimate Nbr | 0006 | Project Number | FD04 090 0062 014-015 | |||||||
| Contractor | LOUISVILLE PAVING COMPANY INC | Period | 08/26/2023 TO 09/08/2023 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
CONTRACT ADJUSTMENTS HISTORY
| Contract Adjustments |
|
|
| Adjustment Description | Est No |
Adjustment Amount |
| Line Item Adjustments History | |||||||||
| PROJECT | ITEM NBR | DESCRPITION | TYPE | EST NO | ADJ QUANTITY |
UNIT PRICE |
ADJUSTED AMOUNT |
||
| Contract Id | 231321 | COMMONWEALTH OF KENTUCKY |
County | NELSON | ||||||
| Contract Type | ASGD ASPHALT SURFACE WITH GRADE & DRAIN | TRANSPORTATION CABINET |
Primary Project Number | DE09000622312 | ||||||
| Estimate Nbr | 0006 | Period | 08/26/2023 TO 09/08/2023 | |||||||
| Contractor | LOUISVILLE PAVING COMPANY INC | |||||||||
| Project | DE09000622312 | Fed/State Project Number | FD04 090 0062 014-015 | Category | ||||||||
| LINE ITEM NUMBER | ITEM DESCRIPTION | ITEM NO. | UNIT | PLAN QTY | CURRENT QUANTITY | QUANTITY PAID THIS EST | QUANTITY PAID PREV. EST | QUANTITY PAID TO DATE | UNIT PRICE | AMOUNT PAID THIS EST | AMOUNT PAID TO DATE | |
| Project | DE09000622312 | Fed/State Project Number | FD04 090 0062 014-015 | Category | 0001 PAVING | |||||||
| 0005 | DGA BASE | 00001 | TON | 3,289.00 | 3,289.000 | 27.100 | 2,531.710 | 2,558.810 | 70.00 | 1,897.00 | 179,116.70 | |
| 0010 | LEVELING & WEDGING PG64-22 | 00190 | TON | 1,189.00 | 1,189.000 | 1,034.910 | 1,034.910 | 125.00 | 129,363.75 | |||
| 0015 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 3,115.00 | 3,115.000 | 761.390 | 925.250 | 1,686.640 | 125.00 | 95,173.75 | 210,830.00 | |
| 0020 | JPC PAVEMENT-8 IN | 02084 | SQYD | 348.00 | 348.000 | 180.000 | 0.000 | 180.000 | 152.91 | 27,523.80 | 27,523.80 | |
| 0025 | CEM CONC ENT PAVEMENT-8 IN | 02101 | SQYD | 415.00 | 415.000 | 87.000 | 87.000 | 103.84 | 9,034.08 | |||
| 0030 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 411.00 | 411.000 | 1.000 | 1.000 | 72.41 | 72.41 | |||
| 0035 | CL3 ASPH SURF 0.38A PG64-22 | 22906ES403 | TON | 821.00 | 821.000 | 0.000 | 0.000 | 145.00 | 0.00 | |||
| 0040 | FIBER REINFORCEMENT FOR HMA | 24785EC | TON | 1,662.00 | 1,662.000 | 0.000 | 0.000 | 16.00 | 0.00 | |||
| 0045 | ASPHALT MATERIAL FOR TACK NON-TRACKING | 24970EC | TON | 8.90 | 8.900 | 0.000 | 0.000 | 850.00 | 0.00 | |||
| Project | DE09000622312 | Fed/State Project Number | FD04 090 0062 014-015 | Category | 0002 ROADWAY | |||||||
| 0050 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 89.00 | 89.000 | 89.000 | 89.000 | 30.00 | 2,670.00 | |||
| 0055 | REMOVE INLET | 01718 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 2,000.00 | 2,000.00 | |||
| 0060 | STANDARD CURB AND GUTTER | 01810 | LF | 1,897.00 | 1,897.000 | 1,423.000 | 1,423.000 | 44.12 | 62,782.76 | |||
| 0065 | LIP CURB AND GUTTER | 01820 | LF | 278.00 | 278.000 | 114.000 | 114.000 | 41.62 | 4,744.68 | |||
| 0070 | STANDARD HEADER CURB | 01875 | LF | 399.00 | 399.000 | 35.000 | 0.000 | 35.000 | 44.70 | 1,564.50 | 1,564.50 | |
| 0075 | BARRICADE-TYPE III | 02014 | EACH | 3.00 | 3.000 | 6.000 | 6.000 | 132.50 | 795.00 | |||
| 0080 | TEMP DITCH | 02159 | LF | 965.00 | 965.000 | 93.000 | 93.000 | 5.00 | 465.00 | |||
| 0085 | CLEAN TEMP DITCH | 02160 | LF | 482.00 | 482.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0090 | STRUCTURE EXCAV-UNCLASSIFIED | 02203 | CUYD | 52.00 | 52.000 | 52.000 | 52.000 | 175.00 | 9,100.00 | |||
| 0095 | EMBANKMENT IN PLACE | 02230 | CUYD | 2,184.00 | 2,184.000 | 1,200.000 | 1,200.000 | 175.00 | 210,000.00 | |||
| 0100 | WATER | 02242 | MGAL | 183.00 | 183.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0105 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 9.00 | 9.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0110 | WITNESS POST | 02432 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0115 | CLEARING AND GRUBBING (1.05 ACRES) | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 150,000.00 | 150,000.00 | |||
| 0120 | CONCRETE-CLASS B | 02555 | CUYD | 38.00 | 38.000 | 18.000 | 18.000 | 950.00 | 17,100.00 | |||
| 0125 | TEMPORARY SIGNS | 02562 | SQFT | 1,052.00 | 1,052.000 | 611.300 | 611.300 | 8.48 | 5,183.82 | |||
| 0130 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.100 | 0.400 | 0.500 | 318,000.00 | 31,800.00 | 159,000.00 | |
| 0135 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 8,904.00 | 26,712.00 | |||
| 0140 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 5,000.00 | 0.00 | |||
| 0145 | SAFELOADING | 02690 | CUYD | 4.00 | 4.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 0150 | TEMP SILT FENCE | 02701 | LF | 432.00 | 432.000 | 200.000 | 200.000 | 6.00 | 1,200.00 | |||
| 0155 | SILT TRAP TYPE B | 02704 | EACH | 3.00 | 3.000 | 1.000 | 1.000 | 1,500.00 | 1,500.00 | |||
| 0160 | SILT TRAP TYPE C | 02705 | EACH | 20.00 | 20.000 | 2.000 | 2.000 | 500.00 | 1,000.00 | |||
| 0165 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0170 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 20.00 | 20.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0175 | SIDEWALK-4 IN CONCRETE | 02720 | SQYD | 1,255.00 | 1,255.000 | 594.270 | 122.670 | 716.940 | 60.00 | 35,656.20 | 43,016.40 | |
| 0180 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.100 | 0.400 | 0.500 | 175,000.00 | 17,500.00 | 87,500.00 | |
| 0185 | TEMP MULCH | 05952 | SQYD | 3,393.00 | 3,393.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0190 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 2,545.00 | 2,545.000 | 0.000 | 0.000 | 1.20 | 0.00 | |||
| 0195 | INITIAL FERTILIZER | 05963 | TON | 0.30 | 0.300 | 0.000 | 0.000 | 1,800.00 | 0.00 | |||
| 0200 | MAINTENANCE FERTILIZER | 05964 | TON | 0.20 | 0.200 | 0.000 | 0.000 | 1,800.00 | 0.00 | |||
| 0205 | SODDING | 05990 | SQYD | 5,090.00 | 5,090.000 | 0.000 | 0.000 | 9.50 | 0.00 | |||
| 0210 | AGRICULTURAL LIMESTONE | 05992 | TON | 3.00 | 3.000 | 0.000 | 0.000 | 115.00 | 0.00 | |||
| 0215 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 283.00 | 283.000 | 0.000 | 0.000 | 32.00 | 0.00 | |||
| 0220 | SBM ALUM SHEET SIGNS .125 IN | 06407 | SQFT | 113.00 | 113.000 | 0.000 | 0.000 | 32.00 | 0.00 | |||
| 0225 | STEEL POST TYPE 2 | 06411 | LF | 653.00 | 653.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0230 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 15,704.00 | 15,704.000 | 2,871.000 | 6,963.000 | 9,834.000 | 0.26 | 746.46 | 2,556.84 | |
| 0235 | PAVE STRIPING REMOVAL-4 IN | 06530 | LF | 9,195.00 | 9,195.000 | 0.000 | 0.000 | 0.75 | 0.00 | |||
| 0240 | PAVE STRIPING REMOVAL-6 IN | 06531 | LF | 619.00 | 619.000 | 923.000 | 923.000 | 0.75 | 692.25 | |||
| 0245 | PAVE STRIPING-THERMO-6 IN W | 06542 | LF | 2,476.00 | 2,476.000 | 0.000 | 0.000 | 1.50 | 0.00 | |||
| 0250 | PAVE STRIPING-THERMO-6 IN Y | 06543 | LF | 5,797.00 | 5,797.000 | 0.000 | 0.000 | 1.50 | 0.00 | |||
| 0255 | PAVE STRIPING-THERMO-8 IN W | 06544 | LF | 80.00 | 80.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0260 | PAVE STRIPING-THERMO-12 IN Y | 06547 | LF | 470.00 | 470.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0265 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 5,694.00 | 5,694.000 | 0.000 | 0.000 | 2.50 | 0.00 | |||
| 0270 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 5,060.00 | 5,060.000 | 0.000 | 0.000 | 2.50 | 0.00 | |||
| 0275 | PAVE MARKING-THERMO X-WALK-12 IN | 06566 | LF | 588.00 | 588.000 | 0.000 | 0.000 | 6.50 | 0.00 | |||
| 0280 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 35.00 | 35.000 | 0.000 | 0.000 | 14.00 | 0.00 | |||
| 0285 | PAVE MARKING-THERMO STR ARROW | 06573 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0290 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 16.00 | 16.000 | 0.000 | 0.000 | 120.00 | 0.00 | |||
| 0295 | PAVE MARKING-THERMO COMB ARROW | 06575 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 140.00 | 0.00 | |||
| 0300 | PAVEMENT MARKING REMOVAL | 06598 | SQFT | 470.00 | 470.000 | 698.000 | 698.000 | 5.00 | 3,490.00 | |||
| 0305 | INLAID PAVEMENT MARKER-MW | 06610 | EACH | 38.00 | 38.000 | 0.000 | 0.000 | 45.00 | 0.00 | |||
| 0310 | INLAID PAVEMENT MARKER-BY | 06612 | EACH | 59.00 | 59.000 | 0.000 | 0.000 | 45.00 | 0.00 | |||
| 0315 | CONCRETE-CLASS A | 08100 | CUYD | 21.00 | 21.000 | 0.000 | 0.000 | 1,148.73 | 0.00 | |||
| 0320 | FUEL ADJUSTMENT | 10020NS | DOLL | 7,977.00 | 7,977.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0325 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 20,037.00 | 20,037.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0330 | PAVE MARK TEMP PAINT LINE ARROW | 20100ES842 | EACH | 9.00 | 9.000 | 2.000 | 2.000 | 100.00 | 200.00 | |||
| 0335 | SAW CUT | 20430ED | LF | 1,871.00 | 1,871.000 | 254.000 | 254.000 | 2.00 | 508.00 | |||
| 0340 | LONGITUDINAL EDGE KEY | 21289ED | LF | 402.00 | 402.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| 0345 | REMOVE SIGN | 21373ND | EACH | 72.00 | 72.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0350 | PAVE MARK TEMP PAINT STOP BAR-24 IN | 23010EN | LF | 30.00 | 30.000 | 10.000 | 10.000 | 6.00 | 60.00 | |||
| 0355 | DETECTABLE WARNINGS | 23158ES505 | SQFT | 188.00 | 188.000 | 13.000 | 13.000 | 39.15 | 508.95 | |||
| 0360 | YIELD LINES | 23745EC | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0365 | PAVE MARK-THERMO-YIELD | 24114EC | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 0370 | REMOVE EXISTING RETAINING WALL (ADJACENT TO ST | 24544EC | LF | 98.00 | 98.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0375 | BARCODE SIGN INVENTORY | 24631EC | EACH | 104.00 | 104.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| Project | DE09000622312 | Fed/State Project Number | FD04 090 0062 014-015 | Category | 0003 DRAINAGE | |||||||
| 0380 | STORM SEWER PIPE-15 IN | 00521 | LF | 141.00 | 141.000 | 145.500 | 145.500 | 195.00 | 28,372.50 | |||
| 0385 | STORM SEWER PIPE-18 IN | 00522 | LF | 625.00 | 625.000 | 51.000 | 578.000 | 629.000 | 150.00 | 7,650.00 | 94,350.00 | |
| 0390 | CURB BOX INLET TYPE B | 01480 | EACH | 8.00 | 8.000 | 1.000 | 5.000 | 6.000 | 8,500.00 | 8,500.00 | 51,000.00 | |
| 0395 | DROP BOX INLET TYPE 1 | 01490 | EACH | 3.00 | 3.000 | 1.500 | 1.500 | 7,500.00 | 11,250.00 | |||
| 0400 | DROP BOX INLET TYPE 13G | 01559 | EACH | 2.00 | 2.000 | 0.500 | 1.000 | 1.500 | 5,500.00 | 2,750.00 | 8,250.00 | |
| 0405 | DROP BOX INLET TYPE 14 | 01577 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 5,500.00 | 5,500.00 | |||
| 0410 | MANHOLE TYPE B | 01761 | EACH | 1.00 | 1.000 | 1.500 | 1.500 | 5,500.00 | 8,250.00 | |||
| 0415 | FABRIC-GEOTEXTILE CLASS 2 FOR PIPE | 02607 | SQYD | 1,369.00 | 1,369.000 | 81.190 | 832.540 | 913.730 | 2.00 | 162.38 | 1,827.46 | |
| 0420 | PIPELINE INSPECTION | 24814EC | LF | 672.00 | 672.000 | 0.000 | 0.000 | 3.73 | 0.00 | |||
| Project | DE09000622312 | Fed/State Project Number | FD04 090 0062 014-015 | Category | 0004 UTILITIES-BARDSTOWN WATER AND SEWER | |||||||
| 0425 | REPAIR CONCRETE CURB | 03302 | LF | 5.00 | 5.000 | 0.000 | 0.000 | 600.00 | 0.00 | |||
| 0430 | REMOVE AND REPLACE SIDEWALK | 04960 | SQYD | 4.00 | 4.000 | 0.000 | 0.000 | 1,150.00 | 0.00 | |||
| 0435 | W CAP EXISTING MAIN | 14003 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 2,424.00 | 14,544.00 | |||
| 0440 | W ENCASEMENT STEEL OPEN CUT RANGE 3 | 14014 | LF | 106.00 | 106.000 | 100.000 | 100.000 | 274.00 | 27,400.00 | |||
| 0445 | W FIRE HYDRANT ASSEMBLY | 14019 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 9,319.00 | 9,319.00 | |||
| 0450 | W PIPE PVC 08 INCH | 14060 | LF | 593.00 | 593.000 | 588.000 | 588.000 | 219.65 | 129,154.20 | |||
| 0455 | W SERVICE RELOCATE | 14081 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 4,775.00 | 0.00 | |||
| 0460 | W TAPPING SLEEVE AND VALVE SIZE 1 | 14089 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 9,190.00 | 9,190.00 | |||
| 0465 | W TIE-IN 02 INCH | 14091 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 3,125.00 | 6,250.00 | |||
| 0470 | W TIE-IN 08 INCH | 14095 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 5,027.00 | 5,027.00 | |||
| 0475 | W VALVE 02 INCH | 14102 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,110.00 | 4,220.00 | |||
| 0480 | W VALVE 08 INCH | 14106 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 4,393.00 | 4,393.00 | |||
| 0485 | W SERV COPPER LONG SIDE 2 IN | 14147 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 6,297.00 | 6,297.00 | |||
| 0490 | W SERV COPPER SHORT SIDE 1 IN | 14149 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 5,500.00 | 5,500.00 | |||
| 0495 | W SERV COPPER SHORT SIDE 3/4 IN | 14152 | EACH | 7.00 | 7.000 | 7.000 | 7.000 | 2,245.00 | 15,715.00 | |||
| 0500 | S BYPASS PUMPING | 15000 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 10,000.00 | 0.00 | |||
| 0505 | S ENCASEMENT STEEL OPEN CUT RANGE 4 | 15023 | LF | 63.00 | 63.000 | 63.000 | 63.000 | 591.00 | 37,233.00 | |||
| 0510 | S MANHOLE | 15092 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 6,000.00 | 12,000.00 | |||
| 0515 | S MANHOLE ABANDON/REMOVE | 15093 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 5,648.00 | 5,648.00 | |||
| 0520 | S MANHOLE CASTING STANDARD | 15095 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 2,500.00 | 2,500.00 | |||
| 0525 | S PIPE PVC 08 INCH | 15112 | LF | 97.00 | 97.000 | 96.000 | 96.000 | 100.00 | 9,600.00 | |||
| 0530 | PAVEMENT REPAIR | 20757ED | SQYD | 93.00 | 93.000 | 0.000 | 0.000 | 42.51 | 0.00 | |||
| Project | DE09000622312 | Fed/State Project Number | FD04 090 0062 014-015 | Category | 0005 LIGHTING | |||||||
| 0535 | POLE 40 FT MTG HT | 04701 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 0540 | BRACKET 6 FT | 04721 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 0545 | BRACKET 10 FT | 04723 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 450.00 | 0.00 | |||
| 0550 | BRACKET 12 FT | 04724 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0555 | POLE BASE | 04740 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 3,000.00 | 0.00 | |||
| 0560 | TRANSFORMER BASE | 04750 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0565 | LIGHTING CONTROL EQUIPMENT | 04761 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 13,614.05 | 0.00 | |||
| 0570 | FUSED CONNECTOR KIT | 04780 | EACH | 24.00 | 24.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0575 | TRENCHING AND BACKFILLING | 04820 | LF | 1,275.00 | 1,275.000 | 0.000 | 0.000 | 7.50 | 0.00 | |||
| 0580 | WIRE-NO. 12 | 04832 | LF | 1,875.00 | 1,875.000 | 0.000 | 0.000 | 0.22 | 0.00 | |||
| 0585 | ELECTRICAL JUNCTION BOX TYPE A | 20391NS835 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 0590 | BORE AND JACK CONDUIT | 21543EN | LF | 325.00 | 325.000 | 0.000 | 0.000 | 20.70 | 0.00 | |||
| 0595 | WIRE-NO. 10 | 23778EC | LF | 5,250.00 | 5,250.000 | 0.000 | 0.000 | 0.52 | 0.00 | |||
| 0600 | LED LUMINAIRE | 24589ED | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 0605 | PVC CONDUIT-1 1/4 IN-SCHEDULE 80 | 24900EC | LF | 1,275.00 | 1,275.000 | 0.000 | 0.000 | 3.07 | 0.00 | |||
| 0610 | PVC CONDUIT-2 IN-SCHEDULE 80 | 24901EC | LF | 330.00 | 330.000 | 0.000 | 0.000 | 4.73 | 0.00 | |||
| Project | DE09000622312 | Fed/State Project Number | FD04 090 0062 014-015 | Category | 0006 TRAFFIC LOOPS | |||||||
| 0615 | CONDUIT-1 1/4 IN | 04793 | LF | 10.00 | 10.000 | 0.000 | 0.000 | 6.58 | 0.00 | |||
| 0620 | TRENCHING AND BACKFILLING | 04820 | LF | 5.00 | 5.000 | 0.000 | 0.000 | 7.50 | 0.00 | |||
| 0625 | LOOP WIRE | 04830 | LF | 700.00 | 700.000 | 0.000 | 0.000 | 0.25 | 0.00 | |||
| 0630 | LOOP SAW SLOT AND FILL | 04895 | LF | 145.00 | 145.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0635 | WOOD POST | 20360ES818 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0640 | ELECTRICAL JUNCTION BOX-10 X 8 X 4 | 20468EC | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 750.00 | 0.00 | |||
| Project | DE09000622312 | Fed/State Project Number | FD04 090 0062 014-015 | Category | 0007 DEMOBILIZATION | |||||||
| 0645 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 167,000.00 | 167,000.00 | |||
| 0650 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 50,839.61 | 0.00 | |||
| SUBTOT | $230,924.09 |
$2,030,081.10 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||